Ridgeway Span 400 User manual

Span 400 Instruction Manual
DESIGNATION
SPAN 400 Double Width
EN 1004 – 3 — 8/12 — XXCD
SPAN 400 Single Width
EN 1004 — 3 — 8/8 — XXCD
CEN designation of this instruction manual
EN 1298 — IM — en
Rev-01

01
ASSEMBLY PROCESS
1. Preparation
•Locate the tower level adjusters on each leg at 10cm
(4 inches) from the bottom of the leg.
• Unlock the interlock clips on all frames.
•When installed, always move the interlock clip to the
“locked” position.
•Sort the braces into horizontal and diagonal braces -
the diagonals are slightly longer.
• Unlock the brace locks.
2. Base
Step 1: Install castor into adjustable leg.
Step 2: Ensure interlock clips are released from the base
frames (bottom frames).
Step 3: Install castor / leg assembly to frame by pushing
the leg into the frame tube. This should be done
with manual force only, no tools.
Step 4: Lock castors before ascending any part of
the tower.
3. Locking down the platform (Windlock)
A windlock clip is installed on the platform at the hook.
This is locked as shown here.
SAFE WORKING LOADS AND WORKING HEIGHTS
The safe working load at each level of platform is 360kg evenly distributed, regardless of whether one or two
platforms are installed. Therefore, even if two platforms are installed side by side, total cumulative load shall not
exceed 360kg distributed.
The total loading on the tower structure should not exceed 720kg. Normal maximum platform height for indoor
use is 12m for Double Width, and 8m for Single Width. For outdoor use, the maximum height is 8m for Single and
Double Widths.
WARNING
NEVER STAND ON AN
UNGUARDED PLATFORM
Note the locking and unlocking position
for the castors as shown here.
Unlocked Locked
Unlocked Locked
Unlocked
Locked
Unlocked
Locked
10cm

02
USAGE ADVICE
• We recommend a minimum of two people to assemble, dismantle and move the platform tower.
• Check that all components are on site and in good working order.
• Ensure that the assembly location is checked to prevent hazards during assembly, dismantling or moving
and while working on the tower. Particular attention should be given to the ground condition, whether level
or sloping, obstructions and wind conditions. The ground condition must be capable of supporting the tower
structure.
•Towers must always be climbed from the inside of the assembly using the ladder.
•Adjustable legs must only be used to level the tower.
• If the adjustable legs are to be extended by more than 150 mm; a risk assessment needs first to be undertaken
by a competent person.
• Lifting of components must be done inside the effective base area of the tower; components are normally
hoisted using a rope.
•Moving the tower must only be done by manual effect from the base of the tower.
•When moving tower be aware of overhead hazards (e.g. electric cables).
• No personnel or material to be on the platform whilst the tower is being moved.
• Beware of horizontal loads which can lead to instability of the tower. The maximum side force is 20kg.
• When tying-in the tower, attach a tie to each upright at 4m height intervals. Ensure that couplers are suitable for
50mm diameter aluminum tube.
• Do not use boxes or steps to gain additional height. If extra height required, contact your distributor to get extra
components.
• Do not lift or suspend an assembled mobile tower.
• Damaged components or components from other tower systems must never be used.
• Stabilisers should always be fitted when specified. Use the stabiliser shown on the component list according to
the tower height.
•When wind exceeds Beaufort force 4, cease using the tower.
• If wind is expected to reach Beaufort force 6, tie tower to a rigid structure.
•If winds of Force 8 are forecast, dismantle the tower or remove to shelter.
CARE AND MAINTENANCE
•Keep all equipment clean, especially spigots and sockets where frames join. Spigots should fit easily into
sockets. Lubricate with light oil.
• Remove dirt or paint from adjustable legs with a light brush, lightly oil the leg locks.
• Do not strike or hammer components. Do not throw or drop onto hard surfaces.
• Lightly oil spring mechanism of the hooks.
• For transport and storage, components are best stored vertically.
• Damaged parts must be repaired or replaced; refer to the Instant Upright website for further advice or contact
your equipment supplier for advice.
Wind speeds
Force Peak mph Peak km/h Peak m/s Guidance
4 18 29 8.1 Moderate breeze - raises dust & loose paper
631 50 13.9 Strong breeze - difficult to use umbrella
848 74 20.8 Gale force - walking is difficult

03
MOVING TOWERS
To Move the tower to a new position, first prepare the tower.
• Check that the wind speed does not exceed 29km/h (8.1m/s).
• Ensure the tower is empty (material and personnel).
• Check for overhead obstructions including electrical cables.
•Raise the stabiliser feet (only enough to clear obstructions).
• Taking care to ensure tower stability is maintained, insert any extended adjustable legs completely into
the frame.
• Release the castor brakes.
• Carefully move the tower by manually applying force at the base. Do not use mechanical means to move
the tower.
• Once positioned prepare the tower for use.
• Check and adjust as necessary to ensure all castors and stabilisers are in firm contact with the ground.
• Check that the tower is vertical using a spirit level.
• Reapply the castor brakes.
EXPLODED VIEW
Span 400 - double width Span 400 - single width
01
02
03
04
05
3
06
0
5
5
08
09
10
11
12

04
STABILISERS
ALWAYS ENSURE STABILISER SIZE IS CORRECT AND ABLE TO SUPPORT TOWER
Lightly tighten the upper clamps above the sixth rung on each corner post. Position the lower clamp
above the bottom rung. Ensure the lower arm is as horizontal as possible. Position the stabilisers so that
the footpads are approximately equidistant from each other, as shown in Fig.2. Adjust the outrigger and
reposition the clamps as required to make firm contact with the ground. Ensure the clips with locking pin are
in place. When in the correct position, tighten the clamps firmly.
To position the tower against a wall, do not remove the stabiliser; move parallel with the wall. (Fig.3)
To position the tower in a corner, remove the inside stabiliser and place the outside two parallel with the wall.
(Fig.4)
Fig 2 Fig 3 Fig 4

ALTERNATIE CONIURATIONS
BUILD TABLE ADUSTENTS
Fig 5
Fig4
05
I
2
f double width
platforms are reuired
at all leels, the
number of standard
platforms in the double
width build table
should be increased to
match the number of
trapdoor platforms
Fig 6Fig 7
3m, 5m, 7m, 9m, 11m height builds
When building to an odd working platform height the 3 rung frames should be omitted, a
platform can be temporarily positioned on the second rung with platforms then positioned
at: rung 7 (3m), rung 12 (5m), rung 17 (7m). Other details of the build remain unchanged.

06
SPECIFIC PRODUCT INFORMATION
Table of parts and quantities
Span 400 Double Width Towers - 2m, 2.5m and 3m lengths to EN1004
Platform Height (m) 2m 3m 4m 5m 6m 7m 8m 9m 10m 11m 12m
Work Height (m) 4 6 8 10 12 14
Tower Height (m) 3 5 7 9 11 13
Tower Weight in kg (2m in length) 122172223 27 32 378
Tower Weight in kg (2.5m in length) 13519228 312 36 425
Tower Weight in kg (3m in length) 14620 269337 3 460
Note: Quoted platform heights included 150mm (6 inches) leg adjustment for leveling that can be increased or reduced
Description Weight (kg)
5 Rung Frame 9.3 1
3 Rung Frame 5.8
Trapdoor Platform (2m, 2.5m, 3m) 14 18 20 1 2 3 4 5 6
Fixed Platform (2m, 2.5m, 3m) 14 17 20 1 11111
Horizontal Brace (2m, 2.5m, 3m) 1.7 2 2.4 35 9 13 17 21
Diagonal Brace (2m, 2.5m, 3m) 1.8 2.2 2.5 4 8 12 16 20 24
Guard-rail bracing frame (2m,
2.5m, 3m) 3.8 4.4 5.2 2 2 2 2 2 2
Telescopic Stabiliser 5.2 4 4 4
Large Stabiliser 6.8 4 4 4
Adjustable Leg 1.1 4 4 4 4 4 4
Castor / Baseplate 2.2 4 4 4 4 4 4
Toe-board set (2m, 2.5m, 3m) 8.7 11.5 14.4 1 1 1 1 1 1
5911 13
4610 12
3
5
1
15
5
126
2
1
2
2
2
1
2
1
3
3
3
1
3
1
1
1
5
1
5
1
6
1
6
1
6
6
2
1
3
1
1
5
1
6
1
22222
44
4 4 4
44444
44444
11111
6 10 1122
1711 151
152
157
172
202
21
233
252
271
25
30
33
363
35
30
2

05
DOUBLE-WIDTH TOWER 6m
1
3
5
2
4
6
7 8

08
9
11
10
12
DOUBLE-WIDTH TOWER 6m
13 14
15 16

09
17
19
18
DOUBLE-WIDTH TOWER 6m

10
DOUBLE-WIDTH TOWER 5m
1
3
5
2
4
6
7 8

11
9
11
10
12
DOUBLE-WIDTH TOWER 5m
13 14
15 16

12
17 18
DOUBLE-WIDTH TOWER 5m

13
SPECIFIC PRODUCT INFORMATION
Table of parts and quantities
Span 400 Single Width Towers - 2m, 2.5m and 3m lengths to EN1004
Platform Height (m) 2m 3m 4m 5m 6m 7m 8m
Work Height (m) 4 6 8 10
Tower Height (m) 3 5 7 9
Tower Weight in kg (2m in length) 14113 232
Tower Weight in kg (2.5m in length) 106155 203 25
Tower Weight in kg (3m in length) 112 165 217 276
Note: Quoted platform heights included 150mm (6 inches) leg adjustment for leveling that can be increased
or reduced
Description Weight (kg)
5 Rung Frame 7.3 123
3 Rung rame .5 1 1 1 1
Trapdoor latform (2m, 2.5m, 3m) 1 1 20
oriontal race (2m, 2.5m, 3m) 1.7 2 2. 1 5 13
iagonal race (2m, 2.5m, 3m) 1. 2.2 2.5
uardrail bracing frame (2m, 2.5m, 3m) 3. . 5.2 2 2 2 2
Telescopic tabiliser 5.2
arge tabiliser 6.
dustable eg 1.1
astor aseplate 2.
Toeboard set (2m, 2.5m, 3m) 6. . . 1 1 1 1
3 Rung adder rame
5 Rung adder rame 10.6
5.
23
1111
123
23
1 2 3
23
2 2 2
111
3 7 11
23567
57
46
125
131
10
167
17
12
20
227
25

14
SINGLE-WIDTH TOWER 6m
1
3
5
2
4
6
7 8

15
9
11
10
12
SINGLE-WIDTH TOWER 6m
13 14
15 16

16
17 18
SINGLE-WIDTH TOWER 6m
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